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Question

The slenderness ratio of a column, which indicates its susceptibility to buckling, is calculated by dividing its effective length by its:

The correct answer is
Least radius of gyration

Understanding Column Slenderness Ratio

The slenderness ratio is a critical parameter used in structural engineering to predict the buckling behavior of columns under compression. A higher slenderness ratio indicates a greater susceptibility to buckling.

Slenderness Ratio Formula

The slenderness ratio ($ \lambda $) is mathematically defined as the ratio of a column's effective length ($ L_e $) to its least radius of gyration ($ r_{min} $).

The formula is expressed as:

$ \lambda = \frac{L_e}{r_{min}} $
  • $ L_e $: Represents the effective length of the column, which depends on its actual length and the end support conditions.
  • $ r_{min} $: Represents the least radius of gyration of the column's cross-section.

Reasoning for Least Radius of Gyration

A column is most likely to buckle about the axis where its cross-section offers the least resistance to bending. The radius of gyration ($ r = \sqrt{I/A} $, where $ I $ is the moment of inertia and $ A $ is the area) is a measure of the distribution of the cross-sectional area around its centroid. The least radius of gyration ($ r_{min} $) corresponds to the axis with the minimum moment of inertia, signifying the weakest axis for buckling. Therefore, it is used in the slenderness ratio calculation to determine the critical buckling load.

Identifying the Correct Option

Based on the definition and formula for the slenderness ratio:

  • The effective length is divided by the least radius of gyration.
  • This corresponds to Option 1 in the given choices.
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Important Questions from Columns

  1. Effective length of a column is the length between the points of

  2. A structural column characterized by a high slenderness ratio is primarily susceptible to what mode of failure under axial compressive loading?
  3. Which structural member is primarily designed to resist loads perpendicular to its longitudinal axis, causing bending moments and shear forces?

  4. For a column of length (L) and flexural rigidity (EI) which has one end fixed and other end free, the expression for critical load is given as -

  5. Euler's formula is not valid for mild steel column when slenderness ratio is -

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